NC0005312_Wasteload Allocation_19800828

�r�d�5t�►aSl Was4eS - Si(° 2.o0—c2Q.99 'CoYN6106D L) I P Cs 0-4te,1^ S,ae
A-ary40a41Les-Sie 99,9 NPDES WASTE LOAD ALLOCATION
Facility Name: �141-¥[I Y1 J rl4 F e-rug1N , CamPI>1 ELJ<I S (1-AN7) Dates 3 —T -9S6
county: S u1? 2y Permit No.: Pipe No.: 00 I
t5SKea b Ee4 t.re oba53 iZ
Receiving Stream: y;�l). K i ti 2, �
(4.0) ?a41:11...s-crto,142,8) 1-t
Design Capacity (I+GD): Design Temp.: yeRequestor: a , C/a l 0AG-5► '120S1 - WS cZG
SANITPR.77 60) r c� 1- 2 3 1
Class: ,►e "
Sub -basin: 0 3 - 0'1 ) 2. Drainage Area:
Other Stream Affected:
`7
•
7W.0: 5 c
Class:
Limits (circle one): ifflu•ne « we►•. Motility Avg. Stream now: J-'1 (i, (D c cs DO Sag Pt. (mi. )
Effluent
Characteristics
I2nthly Avera¢e
Weekly AyerageL
max. Daily Ava.
M3.n;,mimm
Conc.
Load,
Conc.
Lod.
Conc.
Load.
Conc.
_
Load, ,
Conc.
Load.
_
BOD
.
196. 96
1 /c ?
, I �1(,) 9<<I,
1 lb'/al7.g
- L3 Pr
Lrr:1 i�,
Virilici
Fecal Conform
rrw,c .
=ECG/LUU
„mi_
`!
„—
BPI
}isolved Oxygen
,
l'otal SS
-Z.U05B341
Ibs/iC
,
z{oL``
7 IbVA›j
_-
13PT ,
Itn21Trl
1N N
H (range)
61 - `7
LI
—ITT
lt)
,kmi 3
,Si
P\-\ ni
Zl II,31
%f
a�,6„�9
Ibs
_ — e Pr
Lmi
,1
I0'3Cd.7
11)41�4
1 5b1, 3 ibs
— ,PPT
im'ib,1
a.101,,
„ it,,,,[�
,QADD
-1--ern�Ere ku
,,
J1�� \\
�1 (',--- i'
4 ;
y-F-o-t',,-,,-,,
k .4.5c4 - 444e
x c
�A r
C, C ,
•
-4�:=
ti Lii -,
t E..
, �f- r
1 —rs-
r u 1 f- ,, ,> ti,sL a
'iv , , ‘�
< < ,,
lb
t' it r
► , , i U
�l ] cy .-Itz,-
,
f Y I' F#
j,�
r 1 ma y- c' ci - ,
•
j
�
y
,`
a, I A Ci (F- Ts.
1 ►i.
/Ai
-
15 M 3,ii,..
- ,
-
Prepared by: r 1.
f=
yr, Reviewed by:
Date: u' I ` e U

For Industrial Di:,char ;ers
Cr
a_
li
d
u r
Q
2 J
a � o
3 cua
A
Clz w
t'- Industrial SIC Code: S I 22OO -' as `1 el Type of Waste: I ..)CT-11-e
v Effluent Guideline Reference: 0C-:C, V ���wf1� % j\% d:.: 6-1 � �rJ g 11 E�IT� L r.) D i 2 y
Fclikr CATCC-,o(yi SL.defi?TS Ci iJ . G
2 a (II C �� K P�e�ss; 55)0oo Sides
3 T. i E35, ac bs/A
Q
(AE¢
. S-ayewr� 3 4, ac o Ibs/d Z 5
T.
Coo 1.1 P G k Eoi,_E2 S3 L4 -Iocv N
Effluent
Monthly Average
Weekly Average
Mai, i
l v A te_ __
Maw
Min
.:m
Characteristics
Conc.
Load,
Conc.
Load.
Conc.
Load.
Conc.
Load.
Conc.
IA ad,
BOD5
—
Fecal Conform
Disolved Oxygen
_
.
Total SS
,
pH_ Lranne)
-.,
SOD
-rota C hit rnkLm
$
_
,
Oiler\&, 1
_
CA t refit_
-
_
A
_
1
-
-4
.
I"1
1
To
0
0
Routing
Information Services
Modeling and Alloc.
Regional Office
Initial

LOCATION FORM
i
Facility Name : Of\ 1Cv % _/'
County : "AAA/
(A± 7)
Prepared by:
Permit No.:
Pi?
Date: S-7—
Community Name: 201 Planning Area Code:
River Basin Code : ©3 410 / f Sub —basin Code : 03 -(27- d Mini —basin Code :
Facility SIC Code : 6 4) ;143
•
Latitude of Primary Discharge Pipe: Degrees:
Longitude of Primary Discharge Pipe: Degrees:
Minutes :
I Li -
Seconds :
Minutes : SO Seconds :
1

• Chi. .
- " 6P►) &T C F R.
e/30/rto
c
I3P
1'C)D5
Tss
cup
Fl
&<_) 1)5
TS5
Cop
QfpC.FS�SIn�
I- on ft a,vc�
/, Ib/iooc, lb, G, 7 �1
`I 0,7
`lop /too rm I
r rr3 E_- (o -
6.1 Ib/1600 Ib.
0.1
G.
G o C> 1100
Vr 1
r

bc }e c oc- lUovEr, Faki r ie FC1 kg11i(1S�46eai43 rJ
a PT".
d) In
Baps 6.6 11),li00x, 16.
TS S 1 7,
OoD 6 e,
1-64 Cr. o, le
3,3
e,7
0,05
0.05
0. to
fl. Simp L vrt n.xr, c,3Srrkion E1fni)101iny
c't lotri of 4:4 co(nr tk X oplh 2m1°1`)0)Ere,
co u t cc, b/is�po lb. 4- i
syn 4-c
n4 _j-ur a�
1:11cLr Si rr 1 k c �r'�4icn.s �rYip(oinj nz-1-a-
s l iN is L1L-rIck dr c€4f eC Y oit/11
n Mt10 it S iik Ais ,Er� 1
Cc.,p + \b%►oQo I b, + a�
acU'r `� �'( C 1111itiX oan Emrlc)y in r�a4�urel F
s n e-h c ILr I
Ibit000 lb
3b

,1)
BAT
ac)DS
TSS
Coo
TA-, Cr. (3,10
c), fb
S
+\va.X.
IbikoG 1b
A C 27
Cub
CLIO
C()1
i ` an Li
corn >e

Sbce#E30I- C - St Ucic._
ire IS�incl bcooiri
B PT
Yar
13u) 5 G, 16/1con lb 3.41
TSS 17A `a,7
Cc 0 `I.(0 -4Ia,3
T04,Cr 0.la 0 . ° G
P f tQQJnc31 G. ID 0.66
'icL.. 6, a`( C, I a

P+
Cz1. C.
Prod uc4 i Or)
1-oi4-S AYE
TS
Cc�u
TA . Cr
Pk r I
Lim' IS
4 w 5 5, 000 III /�I LR
Dai i mix.
7 7 I bs /c1 z�
'7 7
1°0/cooro l
7
riorA
3 e, 5 16 s/cb .J
3Z.5
77

56 cza �ory �I
Bops
TSJ
CU(�
1;4.61 E PT
Sv0'
13uus
Tss
C I, b
T
c,61 Cr•
PhEnJ
SJJFJE
FE-c�I
for
O')
COI
C'
yt,o/1c.)o rn1
6 -? S. U.
cal, aIur1T

For c�c�n��s- iC PO�-Ticn quarvt :
13v0t, = % i "r'8/i C3 cAD PVi J 9 5
N N3 -N = not' ;a d - r
C�hd zr 4 irn+.
TSS r 30 /i,S"'/I
Fc, r
-flow 4t I M9-0,1
lBUD5 = as. 0D ItoVc)ar, J 3 7, 5'3 (cte..,i� (re -xi
N VI 3- N= nc4
TSS 7-5 . C3� lbs�c: z 3 7, 53 (elm L m ate
'�o%e,Pi t S€Cor,�zf �imiS r ruE-rv1
� _t j u h�aX . -ii-C-onii iy 2__��..,
13oD5 1 5 67.441 Ibs/d ay `7 90, c I S/cia�
T55 xi Gv fa, 17 ';-0047, 341
C G 0 a15(‘ `7,3 ic.7E3,7
Tc.A. Cr - ,.a ,,a44 1 l , ,31
Phnoj, .a..61 11, 31a
S, f,c `I 5 , ti $ a a, 6 a�
Fcal eolf . 41 ac,,A00 pc, 1
YN 6>9

sL
�z}�C 4vait tct
L;rn17.1
- no Cass C WZjfrS
Sr� m5II
-rar Cl2.S5 C w4Er/
30Q Q = 700 c-Cs
C)-c- AInt ais ctarlEIS C ionEs v-,klt wwT P_, El l« n ww713 ,
C3/41-,e, -1-Ine./1-1 V1z-ICW-c
, I
't 1�c Otis i � Cr . SVLiCce In t -1�-Es
See-i-iocN o 41-, yzd‘2.-lr, R.
ni ss. 'Jc•t21'10E
6c.)(....) +- o ) m "/ My/
9. Ct�s��. c-�s o. I I 9, o C+E 55)c�s x �
X - 1 I, 1 rr / 1 C11orriurn
3'7 9. 9 S. 1b444?. v C roni, urn
C CIc'S C lc c�-krZI., zrci is 0. U -)15/t
c.)-1hEr Ssc.1 -rc1ss rEzrb�
20 Q - %OU 0-Cs.
lJ 4t rs\ S !� a a r1C rr: rr
�7oc, 4 4,0 01,55)) oCs - G,a o (1,55)cts
3. 7 (
' I /c S!Fide

Ta-ual Ch to<inE
cLz C w a -Erse
rcr-.krotj u f
- --
-1 r
o Lug halitS
r, cl W T -- t,
a►-�c3,zr01 4or
130Ds : Se X,c4(4-I n R , Cr
��sclzr���rs.
��� zss,►,, (����� �aoi��yzc�Iin
c �h�s la��}'�Ur zitoul� sorr* kk r tc '�n
�XC�SS a 000�S�l of $O�V, a 5iny
C13o /
r�-► 0 C� $ oD5 = ,3 �eor►1 mor, -}c�r-
1�X��1� ts�zs S,l 4k
M�
1p� somexeESs a 33 3,3
„e� -1,is Is wad zbovE. what 6Pr
D
C zr r Eci -L) h� 1 of ndo ob I-ai o i l-I
a p��cisi &Du z11 ocN�j.(Q,
•

i
Nhi3- N
�ca { Cr
> skeet CI
arc. b
e.ci&ts G �� OPT I ;
n ) C !SS
ear
1 000/ l oo rr 1
O,U
13Pr
7
C `9 v u 6- 9
I\,4-11"Vi ' 380 lbs/C c I1t3I 1 1-/c-lo�
!I. 31a 1bVciej
l 783,7 lbide.j
3,7 71
o, 7Cc l6E�1 �� �, .2 lb

CHATHAM MANUFACTURING COMPANY
ELKIN. NORTH CAROLINA 28621
TELEPHONE -(AREA 9191- 035.2211
February 29, 1980.
Mr. Art Hagstrom, Environmental Engineer
N. C. Department of Natural Resources and
Community Development
Division of Environmental Management
8003 Silas Creek Parkway Extension
Winston-Salem, North Carolina 27106
Dear Mr. Hagstrom:
RECEIVED
North P.u;monf
Rpbnnl Office
MAR :t !380 31,1
•
WATER QUALITY DM
SUBJECT: NPDES Permit Renewal for Chatham Manufacturing
Company, Elkin, North Carolina, Permit No.
0005312
Jack and I enjoyed our visit with you and Steve last
Tuesday. Our meeting gave us the opportunity to explain how
diversified Chatham is and how this diversification relates to
our NPDES permit. This relationship is rather difficult to
understand unless one sits down and spends some time to learn
our different production processes.
As per your request, please find enclosed prints showing
the various areas for which you requested additional information.
Also, we examined our records and find our Waste Treatment Plant
effluent to the Yadkin River should be raised to 2.8 MGD. Normally
our flow is approximately 2.3 to 2.4 MGD; however, we do have
2.8 MGD flows during periods of unusual product mix.
If you need additional information or if I can be of
assistance, please do not hesitate to contact me.
Sincerely,
eorge . Sanborn
Senior Project Engineer
/ct
Enclosures

CHATHAM MANUFACTURING COMPANY
ELKIN. NORTH CAROLINA 28621
February 25, 1980
Mr. Art Hagstrom, Environmental Engineer
N. C. Department of Natural Resources and
Community Development
Division of Environmental Management
8003 Silas Creek Parkway Extension
Winston-Salem, North Carolina 27106
Dear Mr. Hagstrom:
TELEPHONE —iAREA 9191— 833.2211
RECEIVED
North Piedmont
Regional Offlotl
FFR 26 1980
WATER QUALITY Dlr/a
SUBJECT: NPDES Permit Renewal for Chatham Manufacturing
Company, Elkin, North Carolina, Permit No.
0005312
Attached you will find the information you requested in your letter
of February 4, 1980. The average production rates for the different
subparts were obtained from our production records. The actual deter-
mination of this "average production rate" was carried out using the
EPA definition for such.
The EPA definition for average production when applying for a
NPDES permit is as follows: AVERAGE QUANTITY PER DAY PRODUCED AT
HEAVIEST PRODUCT MIX DURING A MONTH OF MAXIMUM PRODUCTION WHICH IS
REPRESENTATIVE OF THE EXPECTED LEVEL OF ACTIVITY CONTRIBUTING TO THIS
DISCHARGE. LEVELS OF PRODUCTION MAY BE OBTAINED FROM ACTUAL OPERATING
RECORDS OR EXPECTED PRODUCTION LEVELS BASED ON MARKET PROJECTIONS.
After you have had a chance to digest our data and if there are
any consequential questions, Jack Moore and myself would like to meet
with you at your Winston-Salem office. In the interim, if necessary,
please contact me at any time for explanations as to how we formulated
our data.
Sincerely,
teorge R. Sanborn
Senior Project Engineer
/ct
xc: Mr. Jack Moore
Attachment

DATE:
DATE RECEIVED:
MEMO TO: Alan Klimek
FROM: Chris Woody c ""`J
SUBJECT: Effluent Limits for Permit Review
DISCHARGE IDENTITY:
SUB -BASIN: 0 3 — C.17
LOAD ALLOCATIONS DUE DATE: / O/0/
ylq 0 k r Ai `� P v
RECEIVING STREAM:
7/10 MINIMUM FLOW:
LOCATION OF DISCHARGE:
DESIGN CAPACITY:
Parameter
BOD5
TKN
TSS
Coliform (Fecal)
pH
Temperature
REMARKS:
515476
N, /(U'friz is
EFFLUENT LIMITS
PCF-‘"
•
CLASS:
SLOPE:
Limits Noit; 2a.
�a2.' tJ 4/12
Jwll
44.41 f PC. T c r+..�S
2 Z/
7?trS 5 ,- ATti tl.